Item talk:Q320736

{

 "DOI": {
   "doi": "10.5066/f72j690r",
   "identifiers": [],
   "creators": [
     {
       "name": "G&Amp;Oacute;Mez-Fragoso, Julieta",
       "nameType": "Personal",
       "affiliation": [],
       "nameIdentifiers": []
     },
     {
       "name": "Torres-Sierra, Heriberto",
       "nameType": "Personal",
       "givenName": "Heriberto",
       "familyName": "Torres-Sierra",
       "affiliation": [],
       "nameIdentifiers": []
     }
   ],
   "titles": [
     {
       "title": "Model Archive- Dam Failure Analysis for the Lago El Guineo Dam, Orocovis, Puerto Rico"
     }
   ],
   "publisher": "U.S. Geological Survey",
   "container": {},
   "publicationYear": 2016,
   "subjects": [],
   "contributors": [],
   "dates": [
     {
       "date": "2016",
       "dateType": "Issued"
     }
   ],
   "language": null,
   "types": {
     "ris": "GEN",
     "bibtex": "misc",
     "citeproc": "article",
     "schemaOrg": "CreativeWork",
     "resourceType": "Model",
     "resourceTypeGeneral": "Model"
   },
   "relatedIdentifiers": [
     {
       "relationType": "IsCitedBy",
       "relatedIdentifier": "10.3133/sir20165070",
       "relatedIdentifierType": "DOI"
     }
   ],
   "relatedItems": [],
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   "formats": [],
   "version": null,
   "rightsList": [],
   "descriptions": [
     {
       "description": "The U.S. Geological Survey, in cooperation with the Puerto Rico Electric Power Authority, completed hydrologic and hydraulic analyses to assess the potential hazard to human life and property associated with the hypothetical failure of the Lago El Guineo Dam. The Lago El Guineo Dam is within the headwaters of the Río Grande de Manatí and impounds a drainage area of about 4.25 square kilometers. The hydrologic assessment was designed to determine the outflow hydrographs and peak discharges for Lago El Guineo and other subbasins in the Río Grande de Manatí hydrographic basin for three extreme rainfall events: (1) a 6-hour probable maximum precipitation event, (2) a 24-hour probable maximum precipitation event, and (3) a 24-hour, 100-year recurrence rainfall event. The hydraulic study simulated a dam failure of Lago El Guineo Dam using flood hydrographs generated from the hydrologic study. The simulated dam failure generated a hydrograph that was routed downstream from Lago El Guineo Dam through the lower reaches of the Río Toro Negro and the Río Grande de Manatí to determine water-surface profiles developed from the event-based hydrologic scenarios and sunny day conditions. The Hydrologic Engineering Centers Hydrologic Modeling System (HEC-HMS) and Hydrologic Engineering Centers River Analysis System (HEC-RAS) computer programs, developed by the U.S. Army Corps of Engineers, were used for the hydrologic and hydraulic modeling, respectively. The flow routing in the hydraulic analyses was completed using the unsteady flow module available in the HEC-RAS model.",
       "descriptionType": "Abstract"
     }
   ],
   "geoLocations": [],
   "fundingReferences": [],
   "url": "https://www.sciencebase.gov/catalog/item/631405b1d34e36012efa2e6c",
   "contentUrl": null,
   "metadataVersion": 8,
   "schemaVersion": "http://datacite.org/schema/kernel-4",
   "source": "mds",
   "isActive": true,
   "state": "findable",
   "reason": null,
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   "created": "2016-08-09T17:00:40Z",
   "registered": "2016-08-09T17:00:41Z",
   "published": null,
   "updated": "2023-09-28T22:22:16Z"
 }

}